Fixing of paver block at Various society, flat & other places from budget grant by Municipal counsellar MLA Shri and other Various Special grant in Maninagar ward South Zone Work 2 ARC

Providing and laying cement concrete 1:3:6 (1-Cement : 3- coarse sand : 6-

hand broken stone aggregates 40 mmnominal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth (SOR BUILDING

WORKS AHMEDABAD CITY (WITHOUT GST) YEAR:-2023-24)

Providing and laying cement concrete 1:4:8 (1-Cement : 4- coarse sand : 8-

hand broken stone aggregates 40 mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth (SOR BUILDING

WORKS AHMEDABAD CITY (WITHOUT GST) YEAR:-2023-24)

Providing and laying cement concrete 1:5:10 (1- Cement : 5- Coarse sand : 10-

hand broken stone aggregates 40 mm nominal size) and curing complete

excluding cost of formwork in (A) Foundation and Plinth (SOR BUILDING

WORKS AHMEDABAD CITY (WITHOUT GST) YEAR:-2023-24)

Providing and laying in position Ready Mixed M- 200 grade concrete for

reinforced cement conctere work , using cement content as per approved

Design Mix manufactured in fully automatic batching plant and transported to

site of work in transit mixer for a lead up to 10 kms having continuous

agitated mixer, manufactured as per mix design of specified grade for

reinforced cement concrete work including pumping of R.M.C. from transit

mixer to site of laying, excluding the cost of centering shuttering finishing and

reinforcement including cost of admixtures in recommended proportions as

per IS: 9103 to accelerate/ retard setting of concrete, improve workability

without impairing strength and durability as per direction of the Engineer - in -

charge. Without Fly Ash (Min cement level as per latest IS 456 shall be

SOR 23-24 IT CD NO :

Providing, laying, spreading and compacting graded stone aggregate to

wet mix macadam specification including premixing the Material with

water at OMC in mechanical mix plant carriage of mixed Material by tipper

to site, laying in uniform layers in sub- base / base course on well

prepared surface and compacting with vibratory roller to achieve the

desired density as per Codal Provision.

a 30 Production & Supply of WMM 1975 Cum

b 30 Laying of WMM 35 Cum

Repairing damaged M.H. and rasing M.H. up to road level incl. removing

damaged brick work and repairing by brick masonry in C.M. 1:5 and

10 plaster in C.M. 1:3 and fixing C.I. steps and existing MH sheet cover,

removing the debris from MH and carting the same as directed.

a 50 (A) up to 0.15 mt. (@ Two Coarse) 728.82 No.

b 10 (B) up to 0.35mt. (@ Four Coarse) 1,155.44 No.

c 10 (C) up to 0.65 mt. (@ Seven Coarse) 1,786.49 No.

Providing & Supplying ISI Standard RCC pipes (of sulphate resisting

cement) in a standard lengths of following class & dia meter suitable for

socket-spigot type including all taxes , insurance, transporation, freight

charges, octroi, inspection charges, loading, unloading, conveyance to

departmental stores, staking etc complete (IS 458:1989) Class NP-3, test

pressure 0.7/kg/sqcm. Rate also includes supplying RCC collar for RCC

pipes including taxes, carting, loading, unloading, etc complete.

Including labour work for lowering, laying, jointing, RCC pipes in CM

1:1 1/2 of following diameters in proper position, grade and alignent

at all as directed by engineer in charge. inlcuding conveyance from store

to site of work labour giving hydraulic testing and all

necessary testing as per IS code (RCC pipe Horizontal cast)

a 10 300 mm internal diameter 888.37 Rmt

b 10 450 mm internal diameter 1539.32 Rmt

c 10 600 mm internal diameter 2212.85 Rmt

Providing, laying and jointing in true line and level UPVC pipe (SCH-40) of

12 following dia. Including fittings of standard make as approved by Engineer-in-

a 10 15mm (IT CD NO 23061) 71.93 Rmt

b 10 25 mm (IT CD NO 23062) 90.93 Rmt

c 10 40 mm (IT CD NO 23064) 146.65 Rmt

d 10 50 mm (IT CD NO 23065) 193.73 Rmt

Providing and supplying,and jointing ISI mark only standard length

stoneware pipes of following class and diameter including excavation

for laying of pipes, insurance, transportation, freight charges, octroi,

inspection charges, loading, unloading, conveyance to departmental

13 stores, stacking etc. compl. (IS651/1989 or its latest revision) including

labour work for lowering, laying, joiting with cement mortar (1:1) proportion,

proper postion, grade and alignment and all level as directed by engineer in

charge including store to site of work jointing material etc complete

a 10 100 mm dia (IT CD NO 24001AA) 211.05 Rmt

b 10 150 mm dia (IT CD NO 24001BA) 288.23 Rmt

c 10 230 mm dia 400.54 Rmt

Providing 15mm thick cement plaster in single coat on Rough (Similar) side of

single or half brickwalls for interior plastering upto floor two level and

finished even and smooth in (i) Cement mortar 1:3 (1-cement:3-sand) SOR

Leveling or orientation of existing Gully Trap chamber incl.nece.masonry in

CM (1:6) and plaster in CM (1:3) etc. using old GT stone and cover etc.comp.

Constructing Bombay Pattern Type Catch Pit of size 0.60 x 0.60 depth up

to 1 mt including excavation, B.B.C.C. (1:5:10), 23 cms thick brick maso. wall in

16 1 the prop. of CM (1:6) with 40 mm thick IPS flooring in the prop M15 at bottom 3110.80 No.

and 15 mm thick cement plaster inside the catch pit in the proportion of CM

(1:3) with out jali etc. comp. as directed.

Providing F.R.C. MH seat cover incl. carting to the work site etc. comp.

F.R.C. Extra Heavy Duty (EHD-35) Manhole Covers & Frames Cover :728mm ø

& 100 mm thick circular cover, 35.00 MT load design,100x2mm MS flat

allround, 16mm ø plain round bar for lifting the cover

a 1 & should be fitted with plastic cups. Frame : 560 mm ø clear opening,outer 2843.00 SET

size- 888x888x175 mm. On the upper periphery of frame 25 x 3mm wide MS

flat should be well embed in concrete to protect theedges of frame. FRC

E.H.D.-35 manhole cover & frame described as

F.R.C. Heavy Duty [HD-20] Machinehole Covers - 560 mm ø clearopening, The

b 1 dimension of frame and cover as per mentioned in Amend No.1 to IS 12592 : 1458.00 SET

F.R.C. Medium Duty [MD-10] Machinehole Covers - 560mm ø clear opening,

c 5 The dimension of frame and cover as per mentioned in Amend No.1 to IS 1064.00 SET

F.R.C. Medium Duty [MD-10] Chamber Covers & Frame- 600 x 450 mm nclear

d 5 opening, The dimension of frame and cover as per mentioned in Amend No.1 1911.00 SET

to IS 12592 : 2002 table

CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with frame 600mm x

600mm clear opening etc. comp.. As directed by engineer in charge.

Carting and Fixing M.H., Chamber or Catchpite Seat and Cover in line and

level to match exisisting road level in C.C. 1:2:4 and finishing smooth,

watering and protecting for 7 days etc. complete as directed. M.H. seat cover

will be supplied byA.M.C.(from any store)

Grating(Jali): 690x690x70mm square jali, 5:00 MT load design, 70x2mm MS

flat allaround,

Frame: 600x600mm clear opening, outer size-800x800x120 mm.On the upper

b 5 periphery of frame 25x3mm wide MS flat should be well embded in concrete 894.44 No.

to protect the edges of frame.

FRC Strom Water Grating Cover (Jali) & frame described as above. Refer

(SET Cover and frame)F.R.C Heavy Duty (HD-20) Machinehole covers & Frames

d 5 – 560 mm clear opening ,The dimension of frame and cover as per mentioned 3255.62 Set

in Amend No.1 to IS 12592:2002 table

CatchPit Jali (Heavy duty) Fixing P/F FRC catch pit jali with frame 600mm x

600mm clear opening etc. comp.. As directed by engineer in charge.

Repairing damaged I.C./ Raising removing damaged brick work and

repairing by brick masonry in C.M. 1:5 and plaster in C.M. 1:3 and fixing C.I.

steps and removing existing chamber sheet cover, removing the debris from

chamber and carting the same as directed.

Supplying and fixing of 380 mm H x 300 mm L x 200 mm B Kerb block for

Central Verge in M-20 grade using 20 mm nominal size black trap

aggregate of Sevaliya/Timba or equivalent quality for pre-cast blocks,

reasonably exposed finish/ formwork, mould with well equipped with

vibratory system for kerb stones of approved design including curing, etc.

complete, including the cost of formwork etc. complete. The rate shall also

include necessary cutting of asphalt, fixing the Kerb stones in line and level on

5 cm thick sand bedding with necessary equipments and materials. The rate

shall also include the flush pointing in CM (1:3) for all joints of the

kerbstones. Filling of zari alone the sides of the kerb stone fixed with

Bituminous concrete mixed in proper position as directed by Engineer in

change to form a portable mixture. In any case Gravel or such type of

materials shall not be allowed for production

a) Laying on 5 cm thick Sand Bedding

Supplying and fixing of 300 mm-L x 150 mm-B x 380 mm-H Kerb block for

Footpath in M-20 grade using 20 mm nominal size black trap aggregate of

Sevaliya/Timba or equivalent quality for pre-cast blocks, reasonably exposed

finish/ formwork , mould with well equipped with vibratory system for kerb

stones of approved design including curing, etc. complete, including the cost

of formwork etc. complete. The rate shall also include necessary cutting of

23 200 asphalt, fixing the Kerb stones in line and level on 5 cm thick sand bedding 350.89 RMT

with necessary equipments and materials. The rate shall also include the flush

pointing in CM (1:3) for all joints of the kerbstones. Filling of zari alone the

sides of the kerb stone fixed with Bituminous concrete mixed in proper

position as directed by Engineer in change to form a portable mixture. In any

case Gravel or such type of materials shall not be allowed for production.

a) Laying on 5 cm thick Sand Bedding

Pre cast concrete kerb Providing and fixing M25 Grade of concrete

precast exposed / Fair finish / texture finish kerb stones of approved

make as per approved sample of any size and any type. Kerbs shall be

fixed on the foundation prepared as per approved design. The rate shall also

include for erecting and fixing the pieces in position for complete kerb system

with chamfered type of kerbs including necessary accessories of kerb like

radius kerb, angles and quadrant kerbs, droplet kerbs etc. complete as per

drawing. Kerb shall be fixed as paper joint without any jointing material.

However cement mortar shall be provided at the backside of kerb stone

joint. (Sample must be approved) Cost of excavation, cutting , base , side

filling shall includes as directed engineer - incharge in above item description

as per BOQ (a) 450 hight x 600x 150 mm high median kerb.

Pre cast concrete kerb Providing and fixing M25 Grade of concrete

precast exposed / Fair finish / texture finish kerb stones of approved

make as per approved sample of any size and any type. Kerbs shall be

fixed on the foundation prepared as per approved design. The rate shall also

include for erecting and fixing the pieces in position for complete kerb system

with chamfered type of kerbs including necessary accessories of kerb like

radius kerbs, angles and quadrant kerbs, droplet kerbs etc. complete as per

drawing. Kerb shall be fixed as paper joint without any jointing material.

However cement mortar shall be provided at the backside of kerb stone

joint. (Sample must be approved) Cost of excavation, cutting , base , side

filling shall includes as directed engineer - incharge in above item

description as per BOQ (b) 380 x 600 x 150 mm high Footpath kerb.

Providing and fixing pre-cast concrete kerb stone of gray cement based

concrete block 30cm length,30cm height and 15cm thick of M200 grade

26 1 concret as per approved design and including excavation for fixing in 376.43 RMT

proper line and level,filling the joint with C:M 1:3 (1cement:3fine sand)

etc complete. SOR 23-24 IT NO 14023A

Supplying and fixing for central verge 230 mm L x 235 mm Width x

mm H Supplying & Fixing in M-20 grade using 20 mm nominal size black

trap aggregate of sevaliya/timba or equivalent quality for pre-cast

blocks,reasonably exposed finish/formwork,mould with well equipped

with vibratory system for kerb stones of approved design including

curing,etc.complete,including the cost of formwork

27 1 etc.complete.THe rate shall also include necessary cutting of asphalt,fixing the 1376.75 RMT

kerb stones in line and level on 5 cm thick sand bedding with necessary

equipments and materials.The rate shall also include the flush pointing in

CM(1:3)for all joints of the kerbstones.Filling of Zari alone the sides of the

kerb stone fixed with bituminous concrete mixed in proper position as

directed by engineer in charge to form a portable mixture.In any case gravel

or such type of materials shall not be allowed for production.

Providing and Laying of Rubber Moulded Paver Block Grey/Coloured

mm thick, M-35 Grade of any size ; shape (Usually Uni-Paver Blocks)

using black trap good quality aggragate of 20 mm nominal size for footpath,

parking areas, service lanes and other areas as mentioned in the

drawing / instruction of engineer in charge. Cost includes formworks using

rubber mould, Rate providing and laying paver blocks as per required

grading and specification. The paver block shall be mechanically compacted.

28 2779 The work of paving blocks shall be executed in line and level by skill 501.60 SMT

mason of flooring work only. It should be laid in such a way that the no

cutting of the paver block to be necessary. if cutting of paver block

necessary then it should be cut by machine only and carting. The finished

surface of the paver block shall have resonably good, plain finished. Paver

blocks shall be compacted and shall be relaid if necessary. Gravel or such type

of materials shall not be allowed for production.

Laying on 5cms thick sand beddding.

Providing and laying of interlocking grey paver blocks of high density 80mm

thick made from M-40 grade concrete using 6 mm to 20 mm machine

crushed well graded stone aggregate, sand of approved quality, OPC

grade cement with contractor's own concrete mix design as approved by

AMC, for parking, road. Cost Includes formwork, using rubber/FRP

mould, laying paver block as per required grading and specification

laid paver block shall be mechanically compacted. The work of the

29 10 paving blocks shall be executed in line and level by skilled mason of 572.00 SMT

flooring work only. It should be laid in such a way that the no cutting of the

paver block to be necessary. Cutting of paver block by machine cut only and

carting to be done. The Finished surface of the Paver Block shall have

reasonably good plain finish. Paver blocks shall be compacted and shall be re-

laid if necessary. Gravel or such type of materials shall not be allowed for

Laying on 5 Cms thick sand bedding.

Paver Block Providing and laying shot blasted Non - interlocking, Paver

blocks of specified thickness, size, grade of concrete and colour machine

made and blasting by automatic shot blasting machine and high density of

as per approved sample of approved make for footpath, parking areas,

service lanes,cross over and other areas as mentioned in the

drawing. Including providing and laying 50 mm thick averave bedding layer of

coarse sand below paver block as per required grading and specification.

30 1191 Laid paver block shall be mechanically compacted. The work of the 669.65 SMT

paving blocks shall be executed in line and level by skilled mason of

flooring work only. Small size of paver block with same specification shall

be used at residue or at end. It should be laid in such a way that the no

cutting of the paver block to be necessary. If cutting of paver block shall

be required , than cut by machine only and laying to be done by skilled

flooring mason. The finished surface of the paver block shall have coarse

sand Texture Finish. Pave blocks shall be compacted and shall be re-laid if

necessary. Actual laid area shall be measured and paid without any

Paver Block Providing and laying shot blasted Non - interlocking, Paver

blocks of specified thickness, size, grade of concrete and colour machine

made and blasting by automatic shot blasting machine and high density

of as per approved sample of approved make for footpath, parking areas,

service lanes,cross over and other areas as mentioned in the

drawing. Including providing and laying 50 mm thick averave bedding layer of

coarse sand below paver block as per required grading and specification.

31 1 Laid paver block shall be mechanically compacted. The work of the 758.93 SMT

paving blocks shall be executed in line and level by skilled mason of

flooring work only. Small size of paver block with same specification shall

be used at residue or at end. It should be laid in such a way that the no

cutting of the paver block to be necessary. If cutting of paver block shall

be required , than cut by machine only and laying to be done by skilled

flooring mason. The finished surface of the paver block shall have coarse

sand Texture Finish. Pave blocks shall be compacted and shall be re-laid if

Labour work of fixing kurb any design of central verge, (both side) footpath

kurb, items includes necessary excavation, asphalt cutting of any thickness,

erecting in line and position and pointing with cement mortar (1:3),

watering, etc complete, filling with zari along the side of the kurb, the kurb

stone fix prepared with bitumnious top surface, as directed by engineer in

Paver Block Providing and laying, Dished Channel specified

thickness, size, grade of concrete and colour machine made and blasting

by automatic shot blasting machine and high density of as per approved

sample of approved make for suite drain besides paking area and other areas

as mentioned in the drawing. Including providing and laying 50 mm thick

average bedding layer of coarse sand below dished channel as per

required grading and specification. Laid dished channel shall be

mechanically compacted. The work of the dished channel shall be

executed in line and level by skilled mason. Small size of dished channel

with same specification shall be used at residue or at end. If cutting of

dished channel shall be required , than cut by machine only and laying to be

done by skilled flooring mason. Actual laid area shall be measured and

paid without any wastage. (A) 600 mm X 300 mm X 100 mm thick M-25 grade

Grey dished curved channel Make

VYARA or Equivalent

Supply and installation of concrete bollard of size 300mm diameter x

900mm height, constructed using M-30 concrete and 4nos 8mm dia MS

34 1 Fe500 reinforcement through the section as directed by EIC including supply 1725.00 No.

Construction of RCC nosing in central verge using M-200 grade cement

concrete. The item includes cost of centering & shuttering, reinforcement,

both side cement plaster in C:M 1:3 mortar & curing etc. complete. Half round

portion of the nosing shall be made by using mild steel.

Providing, supplying and fixing precast C.C. blocks (M-20) edge kerb having

size of 75 x 300 x 300 mm depth and as per design conveying it to the site,

jointing into C:M 1:3 and racking out the joints incl. necessary excavation of

asphalt, soil etc..completed.

Supplying & Fixing Nimbhada ladi 37 to 50 mm thick for walk way covering the

activity of excavation, ramming, laying on sand bedding as per requirement to

fix the Nibhada stone in Line & Level with cement pointing in cement mortar

1:2 etc complete as directed.

Labour work for fixing interlocking blocks / any kind of pavement on up to

38 10 mm th sand bedding, levelling, watering and fixing in line & level as well 68.64 Smt

cleaning the site etc.comp. as directed. SOR-2016

Bitumen Cutting Labour Charges Of Cutting in bituminous pavement.Cutting

to be done with heavy duty tandom cutting machine consist of dianond

level.Minimum Cutting Depth Shall be 75 mm From the finished Level.Cutting

Shall be perfectly in line.the width and depth of the removal of asphalt

towards kerb stone shall be as per the drawing.bitumin Shall be Carefully

39 10 Removed so that the cutting edge towards the road should not be 127.00 Rmt

disturbed.The work of Removal of asphalt will be considered in this item as

running meter of the cutting done by machine.one cutting line will be

considered per length of the kerb stone.Bitumen and Other Debrise shall be

disposed within 10.0 km.as per the instruction of the engineer in

charge.Surroundings Shall be cleaned to the satisfaction of engineer in Charge

Providing & Supplying JCB Machine on rent al basis in case of emergency

situation and break down type work & also during unav oidable condition as

per instruction of engg. incharge,rate includes all nece. shifting fuel and

40 30 operating charges and stacking of useful & non-useful materials separately up 535.71 Hour

to store. (No payment should be allowed for non working condition of

machinery and for pipe line excavation and laying work) ( Based on Previously

approved rate by C E sir )

Hiring of Tractor with trolley considering 8 Hrs. As working Day hours inclu.

Driver (GWSSB SOR -22-23 Section 2E- Miscellenous Item no. 7)

Supplying, labour for excavation of all types of soil at any depth including

excavation of asphalt pavement of any thickness,demolit ion of brick work in

CM of any proportion including stacking of serviceable materials and disposal

of unserviceable material etc. comp. as directed.

a 120 Mazdoor at day /night 452.00 No

b 30 Makadam/ supervision/Fitter at day / Night 474.00 No

Providing and suppplying Roller for compacting the road bhuva with available

43 1 building waste and Road waste material as and where directed by engineer in 3571.43 Shift

Rent for Providing Chota Hathi (Light weight vehicle) with Driver at shown site

44 10 incl. necessary oil/diesel/petrol for vehical and all other charges.Work Done 1000.00 Shift

as per Instruction of incharge etc. Complete as Directed.